251 LEVY RD COMM22-0028 Foundation REVISION 10-17-22WIND LOADINGASCE 7-16, 3S GUST........................................ BASIC WIND SPEEDEXPOSURE CATEGORY..................................BUILDING CATEGORY.....................................ENCLOSURE CLASSIFICATION......................INTERNAL PRESSURE COEFF........................DESIGN CRITERIA AND LOADSSHEET INDEXST-1......................ST-2......................STRUCTURAL SPECIFICATIONS AND FOUNDATION PLANCONCRETE AND FOUNDATION NOTES1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO).2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO).3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 60 DEFORMED BARS (UNO).4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TOBE INSTALLED AT ALL REENTRANT CORNERS.5. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITHJOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FORPREVENTION OF SUBTERRANEAN TERMITES.6. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB AT LOCATIONS DESIGNATED WITH "CJ" WITHIN 12 HOURS OFCONCRETE PLACEMENT. CONTACT EOR FOR ALTERNATIVE METHODS.7. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTINGLOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROMUSE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD.8. DIMENSIONS MUST BE VERIFIED IN FIELD, CONTACT EOR FOR ADDITIONAL CONFIRMATIONFOUNDATION KEYNOTE CALLOUTLEGENDORUNOEOREWT&BCONTO.C."OR" SHALL MEAN THAT EITHER OPTION PROVIDED ISAN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWNUNLESS NOTED OTHERWISE ON PLAN OR DETAILENGINEER OF RECORDEACH WAYTOP & BOTTOMCONTINUOUSON CENTERCode for Design LoadsANSI/ASCE 7-16Building CodeFlorida Building Code, 7th Edition (2020)130 MPHCIIENCLOSED0.18ANCHOR BOLT AND BASEPLATE NOTES1. ALL ANCHOR BOLTS TO BE ASTM F1554 GR. 36 HEAVY HEX BOLTS WITH CONCRETE EMBEDMENTLENGTH AS SHOWN. EMBEDMENT LENGTH IS MEASURED FROM TOP SURFACE OF CONCRETE.2. STEEL COLUMN DESIGN BY OTHERS. REACTIONS AND UPLIFTS FROM DELEGATED STEELBUILDING DESIGNER HAVE BEEN USED TO SIZE ANCHOR BOLT EMBEDMENT3. STEEL BASE PLATE DIMENSIONS PROVIDED BY STEEL BUILDING DESIGNERGENERAL FOUNDATION NOTES1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVEA MINIMUM BEARING CAPACITY OF 2,000 psf AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S ORCONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS.2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOTSUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONALFOUNDATION WORK MAY BE REQUIRED.ANCHOR BOLT SCHEDULELOCATIONSIZE EMBEDMENT (IN.)QUANTITY8ABC1634" ØMIN 12"8MIN 12"OVERHANG FOUNDATION PLAN1/4" = 1' 0"TYPEF155434" Ø34" Ø3. CONCRETE SLAB ON GRADE SHALL BE MINIMUM 4" THICK AAPEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FLORIDA ENGINEER BUSINESS NO. 7547
DO NOT SCALE THESE DRAWINGS - DRAWINGS SCALE IS 50% OF DESIGNATED SCALE IF PRINTED ON 11x17 MEDIA9000 REGENCY SQUARE BLVD.SUITE 100 JACKSONVILLE, FL 32211904.821.5200STRUCTURAL ENGINEERINGDATEREVISIONSREVIEWED:DESIGNED:PROJECT NO:LOT:MAYPORT, FLSteel Building FDN2021.014863TMWJML01-21-2022DOUGLAS METALSST-1MIN 12"66'-0"22'-0"22'-0"22'-0"0'-4"21'-8"0'-4"21'-8"66'-0"22'-0"22'-0"22'-0"0'-4"21'-8"0'-4"21'-8"46'-0"
46'-0"AACCBBBBF1554F1554EDGE DISTANCE (IN.)MIN 2" SIDE, MIN 4" ENDMIN 4"GRADE BEAM SECTION "2"2VAPOR BARRIEREXISTING CONCRETE SLAB16" WIDE x 16" DEEP GRADEBEAM W/ (2) #4 TOP ANDBOTTOMFOOTER TOBEAR ON FIRMUNDISTURBEDSOILCONSTRUCTION JOINT22AB3412DRILL AND EPOXY 12"LONG #3 OR #4 DOWEL @MAX 24" O.C., MIN 6" EMBEDEEDDBBBBGGEXISTING SLAB INHATCHED AREAAANCHOR BOLT CALLOUTSTRUCTURAL SPECIFICATIONS AND FOUNDATION PLANMIN 2" SIDE, MIN 4" ENDDC15'-0"SQx24" DEEP FTG w/ #4 @ 12" O.C.EW T&B·6'-0"SQx36" DEEP FTG w/ #4 @ 12" O.C.EW T&B·DRILL AND EPOXY 12" LONG #3 OR #4DOWEL @ MAX 12" O.C., MIN 6" EMBEDFOUNDATION KEYNOTES:NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLANBACDELINE OF FOOTING AND CONSTRUCTIONJOINT, TYPICALG8'-0"SQx5'-0" DEEP FTG w/ #4 @ 12" O.C.EW T&B·6'-0"SQx24" DEEP FTG w/ #4 @ 12" O.C.EW T&B·DRILL AND EPOXY 12" LONG #3 OR #4DOWEL @ MAX 12" O.C., MIN 6" EMBED4" CONCRETE SLAB ON GRADE W/ 6x6W1.4 x W1.4 WWFH·5'-0"SQx36" DEEP FTG w/ #4 @ 12" O.C.EW T&B·DRILL AND EPOXY 12" LONG #3 OR #4DOWEL @ MAX 12" O.C., MIN 6" EMBEDF6'-0"SQx36" DEEP FTG w/ #4 @ 12" O.C.EW T&BCONTROL JOINTSCONSTRUCTION JOINTSThis item has been electronically signed and sealed by Justin M Lanier, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority on any electronic copyDocuSign Envelope ID: B96AB605-50B0-4420-B3B1-DD6EA156B2CABy Toni Gindlesperger at 3:39 pm, Oct 17, 2022By Mike Jones at 12:48 pm, Nov 02, 2022
FOOTER SECTION "1"1FOOTING TO BEAR ONFIRM UNDISTURBED SOILCONCRETE SLAB W/ 6x6W1.4 x W1.4 WWFVAPOR BARRIER12" UNDER EXTERIOR WALL w/(2) #5 OR (2) #4 CONTINUOUS12" MIN(MAX 16")CONSTRUCTIONJOINT22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"1'-0"
17'-0"18'-0"18'-0"
1'-0"
17'-0"18'-0"
1'-0"17'-0"18'-0"18'-0"1'-0"17'-0"18'-0"CABCCCCCCCCFFFFFFFFAAAABBBBBBBCCCAACCCCA110'-0"110'-0"90'-0"
90'-0"HHHHHHHCJCJCJCJCJ1111BUILDING FOUNDATION PLAN1/8" = 1' 0"APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FLORIDA ENGINEER BUSINESS NO. 7547
DO NOT SCALE THESE DRAWINGS - DRAWINGS SCALE IS 50% OF DESIGNATED SCALE IF PRINTED ON 11x17 MEDIA9000 REGENCY SQUARE BLVD.SUITE 100 JACKSONVILLE, FL 32211904.821.5200STRUCTURAL ENGINEERINGDATEREVISIONSREVIEWED:DESIGNED:PROJECT NO:LOT:MAYPORT, FLSteel Building FDN2021.014863TMWJML01-21-2022DOUGLAS METALS
ST-2ANCHOR BOLT SCHEDULELOCATIONSIZE EMBEDMENT (IN.)QUANTITY16ABC3234" ØMIN 12"32MIN 15"TYPEF1554F1554F155434" Ø34" ØMIN 14"12 3456FEDCBAEDGE DISTANCE (IN.)MIN 3"MIN 4 12"MIN 4 12"22222222SPACING (IN.)MIN 3"MIN 4 12"MIN 4 12"DC15'-0"SQx24" DEEP FTG w/ #4 @ 12" O.C.EW T&B·6'-0"SQx36" DEEP FTG w/ #4 @ 12" O.C.EW T&B·DRILL AND EPOXY 12" LONG #3 OR #4DOWEL @ MAX 12" O.C., MIN 6" EMBEDFOUNDATION KEYNOTES:NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLANBACDELINE OF FOOTING AND CONSTRUCTIONJOINT, TYPICALG8'-0"SQx5'-0" DEEP FTG w/ #4 @ 12" O.C.EW T&B·6'-0"SQx24" DEEP FTG w/ #4 @ 12" O.C.EW T&B·DRILL AND EPOXY 12" LONG #3 OR #4DOWEL @ MAX 12" O.C., MIN 6" EMBED4" CONCRETE SLAB ON GRADE W/ 6x6W1.4 x W1.4 WWFH·5'-0"SQx36" DEEP FTG w/ #4 @ 12" O.C.EW T&B·DRILL AND EPOXY 12" LONG #3 OR #4DOWEL @ MAX 12" O.C., MIN 6" EMBEDF6'-0"SQx36" DEEP FTG w/ #4 @ 12" O.C.EW T&BGThis item has been electronically signed and sealed by Justin M Lanier, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority on any electronic copyDocuSign Envelope ID: B96AB605-50B0-4420-B3B1-DD6EA156B2CABy Toni Gindlesperger at 3:39 pm, Oct 17, 2022REVISED FOUNDATION PLAN SUBMITTED FOR THIS PAGE BY A DIFFERENT ENGINEER. MJONES.4.6.2023
Revision Request/Correction to Comments **ALL INFORMATION
HIGHLIGHTED IN
GRAY IS REQUIRED. City of Atlantic Beach Building Department
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT #: _____________________
Revision to Issued Permit OR Corrections to Comments Date: ________________
Project Address: ____________________________________________________________________________________
Contractor/Contact Name: ____________________________________________________________________________
Contact Phone: ______________________________ Email: _________________________________________________
Description of Proposed Revision / Corrections:
__________________________________________________________________________________________________
__________________________________________________________________________________________________
__________________________________________________________________________________________________
__________________________________________________________________________________________________
I_______________________________ affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
Will proposed revision/corrections add additional square footage to original submittal?
No Yes (additional s.f. to be added: _____________________________)
Will proposed revision/corrections add additional increase in building value to original submittal?
No *Yes (additional increase in building value: $____________________) (Contractor must sign if increase in valuation)
*Signature of Contractor/Agent: _______________________________________________________
__________________________________________________________________________________________________
(Office Use Only)
Approved Denied Not Applicable to Department Permit Fee Due $_______________
Revision/Plan Review Comments_______________________________________________________________________
__________________________________________________________________________________________________
Department Review Required:
Building _____________________________________________
Planning & Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities _____________________________________________
Public Safety Date
Fire Services Updated 10/17/18
Comm22-0028
3/24/23
251 Levy Road
Atkins builders. John Atkins
904 465 3749 Atkinsbuilders@hotmail.com
Revised foundation plan.
4
✔4
✔4
By Toni Gindlesperger at 11:12 am, Mar 27, 2023
50.00X
By Mike Jones at 3:07 pm, Apr 06, 2023
LEULY LEE
EAJENCSIEL
STATE OF
No. 31276
Digitally
signed by Jae
Yul Lee
Date:
2023.03.23
16:24:00
-04'00'
By Toni Gindlesperger at 11:15 am, Mar 27, 2023
By Mike Jones at 5:06 pm, Apr 05, 2023